BILL OF QUANTITY

NAME OF WORK CIVIL GURUJI TECHNO TOWNSHIP SECTOR-23

ENGINEER NAME Er. SHUBHAM NARWAL
TENDER
₹
AMOUNT
S.NO. CODE NO. DESCRIPTION OF WORK QUANTITY UNIT RATE AMOUNT (₹)
1 EARTHWORK

Surface dressing of the ground including removing

vegetation and inequalities not exceeding 15 cm deep
2.28
and disposal of rubbish, lead up to 50 m and lift up to
1.5 m

2.28.1 All kinds of soil 287.10 sqm 34.15 9804.47

Earth work in excavation by mechanical means

(Hydraulic excavator) /manual means in foundation
trenches or drains (not exceeding 1.5 m inwidth or 10
2.8 sqm on plan), including dressing of sides and ramming
ofbottoms, lift upto 1.5 m, including getting out the
excavated soil anddisposal of surplus excavated soil as
directed, within alead of 50 m.

2.8.1 All kinds of soil. 191.16 cum 260.30 49758.95

Supplying and filling in plinth with sand under floors,

2.27 including watering, ramming, consolidating and 112.74 cum 2123.75 239423.08
dressingcomplete.

Filling available excavated earth (excluding rock) in

trenches, plinth, sides of foundations etc. in layers not
2.25 exceeding 20cm in depth, consolidating each deposited 142.44 cum 196.00 27917.44
layer by ramming and watering, lead up to 50 m and lift
upto 1.5 m.

2 CEMENT AND CONCRETE WORK

 Providing and laying in position cement concrete of
4.1 specified grade excluding the cost of centering
andshuttering - All work up to plinth level :

1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from

4.1.4 natural sources : 4 graded stone aggregate 40 12.50 cum 7780.30 97245.97
mmnominal size derived from natural sources)

1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from

4.1.6 natural sources : 6 graded stone aggregate 40 12.74 cum 7178.75 91485.99
mmnominal size derived from natural sources)

Providing and laying damp-proof course 50mm thick

with cement concrete 1:2:4 (1 cement : 2 coarse sand
4.11 (zone-III) derived from natural sources : 4 graded stone 57.42 sqm 495.75 28463.49
aggregate 20mm nominal size derived from natural
sources).

Providing & applying a coat of residual petroleum

bitumen of grade of VG-10 of approved quality using
4.13 1.7kg per square metre on damp proof course after 30.98 sqm 146.15 4527.00
cleaning the surface with brushes and finally with
apiece of cloth lightly soaked in kerosene oil

3 REINFORCED CEMENT CONCRETE

 Providing and laying in position ready mixed or site
batched design mix cement concrete for reinforced
cement concrete work; using coarse aggregate and fine
aggregate derived from natural sources, Portland
Pozzolana / Ordinary Portland /Portland Slag cement,
admixtures in recommended proportions as per IS:
5.33 9103 to accelerate / retard setting of concrete, to
improve durability and workability without impairing
strength; including pumping of concrete to site of
laying, curing, carriage for all leads; but excluding the
cost of centering, shuttering, finishing and
reinforcement as per direction of the engineer-in-
charge; for the following grades of concrete.

5.33.1 All works upto plinth level

Concrete of M25 grade with minimum cement
5.33.1.1 35.72 cum 9504.75 339543.81
contentof 330 kg /cum

5.33.2 All works above plinth level upto floor V level

Concrete of M25 grade with minimum cement

5.33.2.1 85.32 cum 9860.40 841289.56
contentof 330 kg /cum

Steel reinforcement for R.C.C. work including

5.22 straightening, cutting, bending, placing in position
andbinding all complete upto plinth level.

Thermo-Mechanically Treated bars of grade Fe-500D

5.22.6 3929.60 kg 107.85 423807.36
ormore

Steel reinforcement for R.C.C. work including

5.22A straightening, cutting, bending, placing in position
andbinding all complete above plinth level
 Thermo-Mechanically Treated bars of grade Fe-500D
5.22A.6 9401.59 kg 107.85 1013961.48
ormore
4 FORMWORK

Centering and shuttering including strutting,

5.9
proppingetc. and removal of form for

Foundations, footings, bases of columns, etc. for

5.9.1 67.52 sqm 392.15 26477.97
massconcrete

Suspended floors, roofs, landings, balconies and

5.9.3 249.03 sqm 927.25 230913.07
accessplatform

Lintels, beams, plinth beams, girders, bressumers

5.9.5 407.57 sqm 736.40 300134.55
andcantilevers

5.9.6 Columns, piers , Pillers abutments, post and struts 244.40 sqm 961.30 234941.72

5.9.7 Stairs, (excluding landings) except spiral-staircases 29.14 sqm 764.95 22290.26
5.9.19 Chajja 25.08 sqm 951.10 23853.59
5 BRICKWORK

Brick work with common burnt clay modular bricks

6.2
ofclass designation 7.5 in foundation and plinth in

6.2.1 Cement mortar 1:4 (1 cement : 4 coarse sand) 16.17 cum 6504.90 105208.63

Brick work with common burnt clay machine moulded

perforated bricksof class designation 12.5 conforming
6.3 to IS: 2222 in superstructure aboveplinth level up to
floor five level in cement mortar 1:6 (1 cement :
6coarse sand) :

6.3.2 With Modular bricks 54.18 cum 8942.35 484509.94

Half brick masonry with common burnt clay F.P.S.

6.13 (non modular) bricks of class designation 7.5 in
superstructureabove plinth level up to floor V level.

6.13.2 Cement mortar 1:4 (1 cement :4 coarse sand) 138.36 sqm 1123.80 155488.97
6 PLASTER WORK
13.1 12 mm cement plaster of mix
 13.1.1 1:4 (1 cement: 4 fine sand) 565.50 sqm 347.05 196256.34
15 mm cement plaster on the rough side of single or
13.2
halfbrick wall of mix :
13.2.1 1:4 (1 cement: 4 fine sand) 772.06 sqm 399.45 308399.87
13.16 6 mm cement plaster of mix :
13.16.1 1:3 (1 cement : 3 fine sand) 342.46 sqm 300.45 102890.91
7 PAINT WORK
13.37 White washing with lime to give an even shade :

13.37.1 New work (three or more coats) 1680.02 sqm 39.05 65604.62

Providing and applying plaster of paris putty of 2 mm

13.26 thickness over plastered surface to prepare the 1142.25 sqm 262.70 300070.32
surfaceeven and smooth complete

Distempering with oil bound washable distemper of

13.41
approved brand and manufacture to give an even shade

New work (two or more coats) over and including

13.41.1 1142.25 sqm 185.65 212059.59
waterthinnable priming coat with cement primer

Finishing walls with Acrylic Smooth exterior paint

13.46
ofrequired shade

New work (Two or more coat applied @ 1.67 ltr/10

13.46.1 sqmover and including priming coat of exterior primer 537.76 sqm 160.60 86364.46
applied @ 2.20 kg/10 sqm)

8 FLOORING WORK

Kota stone slab flooring over 20 mm (average) thick

base laid over and jointed with grey cement slurry
11.26 mixed with pigment to match the shade of the slab,
including rubbing and polishing complete with base of
cement mortar 1 : 4 (1 cement : 4 coarse sand) :

11.26.1 25 mm thick 39.30 sqm 1948.25 76566.23

 Kota stone slabs 20 mm thick in risers of steps, skirting,
dado and pillars laid on 12 mm (average) thick cement
mortar 1:3 (1 cement: 3 coarse sand) and jointed with
11.27 3.09 sqm 2354.70 7276.02
grey cement slurry mixed with pigment to match the
shade of the slabs, including rubbing and polishing
complete

Providing and laying vitrified floor tiles in different

sizes (thickness to be specified by the manufacturer)
with water absorption less than 0.08% and conforming
to IS: 15622, of approved make, in all colours and
11.41
shades, laid on 20mm thick cement mortar 1:4 (1
cement : 4 coarse sand), jointing with grey cement
slurry @ 3.3 kg/ sqm including grouting the joints with
white cement and matching pigments etc., complete

11.41.2 Size of Tile 600x600 mm 215.28 sqm 1553.45 334426.72

Providing and laying Vitrified tiles in different sizes

(thickness to be specified by manufacturer), with water
absorption less than 0.08 % and conforming to
I.S.15622, of approved make, in all colours & shade, in
11.46 skirting, riser of steps, over 12 mm thick bed of cement
mortar 1:3 (1 cement: 3 coarse sand), jointing with grey
cement slurry @ 3.3 kg/ sqm including grouting the
jointwith white cement & matching pigments etc.
complete.

11.46.2 Size of Tile 600x600 mm 25.92 sqm 1623.05 42069.46

 Providing and laying Ceramic glazed floor tiles of size
300x300 mm(thickness to be specified by the
manufacturer) of 1st quality conformingto IS : 15622 of
approved make in colours such as White, Ivory,
11.37 Grey,Fume Red Brown, laid on 20 mm thick cement 23.04 sqm 1096.55 25264.51
mortar 1:4 (1 Cement :4 Coarse sand), Jointing with
grey cement slurry @ 3.3 kg/sqm includingpointing the
joints with white cement and matching pigment
etc.,complete.

Providing and fixing 1st quality ceramic glazed floor

tiles conforming toIS : 15622 (thickness to be specified
by the manufacturer) of approvedmake in all colours,
shades except burgundy, bottle green, black of anysize
as approved by Engineer-in-Charge in skirting, risers of
11.37A 191.52 sqm 1112.70 213104.30
steps anddados over 12 mm thick bed of cement Mortar
1:3 (1 cement: 3 coarsesand) and jointing with grey
cement slurry @ 3.3kg per sqmincluding pointing in
white cement mixed with pigment of matching
shadecomplete.
 Providing and laying Polished Granite stone flooring in
required design and patterns, in linear as well as
curvilinear portions of the building all complete as per
the architectural drawings with 18 mm thick stone slab
over 20 mm (average) thick base of cement mortar 1:4
11.56
(1 cement : 4 coarse sand) laid and jointed with cement
slurry and pointing with white cement slurry admixed
with pigment of matching shade including rubbing,
curing and polishing etc. all complete as specified and
as directed by the Engineer-in-Charge

Polished Granite stone slab colour of Black,

11.56.1 42.56 sqm 4481.30 190735.33
Cherry/RubyRed or equivalent

Providing edge moulding to 18 mm thick marble stone

counters, Vanitiesetc., including machine polishing to
8.3
edge to give high gloss finish etc.complete as per
design approved by Engineer-in-Charge.

8.3.3 Granite work 56.70 m 510.95 28970.87

9 WOOD & PVC WORK

Providing wood work in frames of doors, windows,

clerestory windows and other frames, wrought framed
9.1 and fixed in position with hold fast lugs or with dash
fasteners of required dia & length (hold fast lugs or
dash fastener shall be paid for separately).

9.1.2 Sal wood 1.26 cum 116520.30 146815.58

 Providing and fixing panelled or panelled and glazed
shutters for doors, windows and clerestory windows,
fixing with butt hinges of required size with necessary
9.5 screws, excluding panelling which will be paid for
separately, all complete as per direction of Engineer-in-
charge. (Note:Butt hinges and necessary screws shall be
paid separately)

9.5.1 Second class teak wood

9.5.1.1 35 mm thick shutters 18.83 sqm 4111.95 77438.30

Providing and fixing Fiber Glass Reinforced plastic

(FRP) Door Frames of cross-section 90 mm x 45 mm
having single rebate of 32 mm x 15 mm to receive
shutter of 30 mm thickness. The laminate shall be
moulded with fire resistant grade unsaturated polyester
9.121 39.60 m 570.95 22609.62
resin and chopped mat. Door frame laminate shall be
2mm thick and shall be filled with suitable wooden
block in all the three legs. The frame shall be covered
with fiber glass from all sides. M.S. stay shall be
provided at the bottom to steady the frame.

Providing and fixing 35 mm thick factory made

laminated veneer lumber door shutter conforming to IS
: 14616 and TADS 15:2001 (Part B), fixing with butt
9.6
hinges of required size with necessary screws, all
complete as per directions of Engineer- in-charge and
panelling with panels of
 12 mm thick one side Pre-laminated particle board
(decorative lamination on one side and other sides
balancing lamination) grade -1, medium density flat
pressed, three layer particle board FPT - I or graded
9.6.3 24.30 sqm 3450.30 83842.29
wood particle board FPT-1 conforming to IS : 3087
bonded with BWP type synthetic resin adhesive as per
IS: 848 and pre-laminated conforming to IS : 12823,
Grade-1, Type II marked :

9.122 Providing and fixing to existing door frames.

30 mm thick Glass Fibre Reinforced Plastic (FRP)

panelled door shutter of required colour and approved
brand and manufacture, made with fire - retardant grade
unsaturated polyester resin, moulded to 3 mm thick
FRP laminate for forming hollow rails and styles, with
9.122.1 10.19 sqm 3720.75 37905.14
wooden frame and suitable blocks of seasoned wood
inside at required places for fixing of fittings, cast
monolithically with 5 mm thick FRP laminate for
panels conforming to IS: 14856, including fixing to
frames

Providing and fixing ISI marked oxidised M.S. sliding

9.62
door bolts with nuts and screws etc. complete :

9.62.1 300x16 mm 37.00 each 216.55 8012.35

Providing and fixing ISI marked oxidised M.S. tower

9.63 bolt black finish, (Barrel type) with necessary screws
etc.complete :

9.63.1 250x10 mm 59.00 each 83.90 4950.10

 Providing and fixing ISI marked oxidised M.S. handles
9.66 conforming to IS:4992 with necessary screws
etc.complete :

9.66.1 125 mm 70.00 each 39.95 2796.50

Providing and fixing bright finished brass hanging type

9.82 27.00 each 121.65 3284.55
floor door stopper with necessary screws, etc. complete

Providing and fixing ISI marked M.S. pressed butt

9.55 hinges bright finished with necessary screws etc.
complete :

9.55.2 100x58x1.90 mm 105.00 each 45.00 4725.00

Providing and fixing magnetic catcher of approved

9.114 quality in cupboard / ward robe shutters, including
fixingwith necessary screws etc. complete

9.114.2 Double strip (horizontal type) 34.00 each 39.70 1349.80

10 ALUMINIUM WINDOW
 Providing and fixing aluminium work for doors,
windows, ventilators and partitions with extruded built
up standard tubular sections/ appropriate Z sections and
other sections of approved make conforming to IS: 733
and IS: 1285, fixing with dash fasteners of required dia
and size, including necessary filling up the gaps at
junctions, i.e. at top, bottom and sides with required
21.1 EPDM rubber/ neoprene gasket etc. Aluminium
sections shall be smooth, rust free, straight, mitred and
jointed mechanically wherever required including cleat
angle, Aluminium snap beading for glazing / paneling,
C.P. brass / stainless steel screws, all complete as per
architectural drawings and the directions of Engineer-in-
charge. (Glazing, paneling and dash fasteners to be paid
for separately) :

21.1.1 For fixed portion

Anodised aluminium (anodised transparent or dyed to

21.1.1.1 required shade according to IS: 1868, Minimum 131.47 kg 495.05 65085.21
anodiccoating of grade AC 15)

For shutters of doors, windows & ventilators including

providing and fixing hinges/ pivots and making
21.1.2 provision for fixing of fittings wherever required
including the cost of EPDM rubber / neoprene gasket
required (Fittings shall be paid for separately)
 Anodised aluminium (anodised transparent or dyed to
21.1.2.1 required shade according to IS: 1868, Minimum 183.16 kg 598.60 109642.21
anodiccoating of grade AC 15

Providing & fixing glass panes with putty and glazing

10.30 clips in steel doors, windows, clerestory windows,
allcomplete with

10.30.1 4.0 mm thick glass panes 43.20 sqm 1064.65 45992.88

Providing & fixing fly proof wire gauze to windows,

10.29 clerestory windows & doors with M.S. Flat 15x3 mm
andnuts & bolts complete

Galvanised M.S. Wire gauze with 0.63 mm dia wire

10.29.1 21.60 sqm 844.70 18245.52
and1.4 mm aperture on both sides

Providing and fixing angle iron frames for doors,

windows and ventilators of mild steel Angle sections of
size 35x35x5 mm, joints mitred and welded by angle
iron 35x35x5 mm or 35x 5 mm flat pieces to the
10.31 690.17 kg 130.50 90067.45
existing T- iron frame or to the wall with dash fastener,
including fixing of necessary butt hinges and screws
and applying a priming coat of approved steel primer,
all complete as per the direction of Engineer-In-charge.

Total cost of the Project (A) ₹ 7663869.31

Add 5% electrification (B) ₹ 383193.47
Total cost of the Project (C = A+B) ₹ 8047062.78
Add 3% contingency charge (D ) ₹ 241411.88
Grand Total cost of the Project (E= D + C) ₹ 8288474.66